Khyber PakhtunKhwa Board of Technical Education Peshawar
Diploma of Associate Engineer
2nd Year Architecture Technology (New Course)
Annual Examination 2012
Paper: - Structure Mechanics & R.C.C Design (AR-214)
Paper – B
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Time Allowed: - 03 Hours. Marks: -75
Note: - Attempt any five questions. Each question carries equal marks.
Q.1: - Explain the difference between: -
Q.2: - A beam is required to transmit a bending moment of 17,00,000 Kg-cm.
Assuming the breadth of beam = 24 cm
Calculate the effective depth and required area of tension steel using (1000 – 20,000 – 15)
concrete.
Q.3: - A flight of stair consisting a 12cm risers and 25cm treads is required to span a horizontal
distance of 400 cm between supporting beams at the top & bottom of the flight. Design the
stair assuming a live load of 300 kg/cm2 and (50 – 1500 – 18) concrete.
Q.4: - Determine the dimension for a column carrying a load of 80, 000 Kg. Assume 2% steel
and fcc = 50 Kg/cm2, fsc = 1500 Kg/cm2.
Q.5: - Design a R.C.C footing for a column having 12″x12″ dimensions. The permissible bearing
pressure is 1.75 tons/ft2. Assume the missing data.
Q.6: - Design an edge supported R.C.C floor slab for a Residential house having size 20′x30′.
make an allowance for the ¾″ thick Terrazzo floor finish and 10ft high & 4 ½″ inch thick,
brick partition wall. Assume all the missing data or (1000 – 20,000 – 15) concrete. Sketch
the design also.
Q.7: - Write short notes on the following : - a) Tension and compression zones in beam
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Paper of Surveying & Leveling
Exam Paper of Structure Mechanics & R.C.C Design
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